City of Casselberry | Procurement and Contract Management Division 95 Triplet Lake Drive, Casselberry, Florida 32707

Phone: 407-262-7700, Ext. 1142 | procurement@casselberry.org

ITB-2026-1395 PW 2008 Eastbrook Water Main Replacement Phase I

PF-212 7/2026 1

DATE: July 27, 2026

TO: All Bidders/Proposers

FROM: Procurement Department

City of Casselberry Procurement and Contract Management Division

SUBJECT: ITB-2026-1395 PW 2008 Eastbrook Water Main Replacement Phase I

This addendum is issued to provide additional information, clarification, corrections, additions, deletions and/or answers to questions. concerning the above referenced solicitation. All information provided in this addendum is incorporated into the solicitation document as set forth therein. All other parts of the solicitation have been maintained as originally distributed. This addendum supersedes any verbal and/or other instructions given to any bidder/proposer qualified to respond pursuant to the requirements set forth in the solicitation document.

I. DUE DATE

This Addendum does not change the solicitation due date. As such, the solicitation response is due no later than Thursday, August 6, 2026, before 2:00 p.m.

II. QUESTIONS AND ANSWERS (Q&A)

Q1) What materials are allowed for use as a temporary drivable surface within the community after open cut backfilling occurs and prior to asphalt re-pavement?

A1) Per Exhibit 1 Specifications, Section 1001, Part 1.14.A.3.a, “For excavations within existing paved areas; limerock base or soil cement base (match existing) shall be spread and compacted to provide a relatively smooth surface free of loose aggregate material.”

Where an open cut is permitted in the roadway, a smooth surface must be provided and maintained at all times prior to asphalt re-pavement.

Q2) How many days can we have a temporary drivable surface prior to paving with asphalt?

A2) Exhibit 1 Specifications, Section 1001, Part 1.14.A.3.a, states: At the end of each workweek, an S-1 asphaltic surface course shall be completed and opened to traffic.

Q3) Are there any Buy American, BABA, Davis Bacon, Domestic Preference, AIS Requirements, or other similar requirements our bids need to conform to?

A3) Yes, requirements for bid are on Pages 3 and 4 of the Invitation to Bid document. The project is a Federally-Assisted Construction Project subject to Florida Department of Environmental Protection (FDEP) State Revolving Fund Program (SRF) Supplementary Conditions (included in Exhibit 1 Specifications as Section 00850). This explicitly includes compliance with Davis-Bacon prevailing wage rates (requiring weekly certified payrolls), the American Iron and Steel (AIS) requirements, and the Build America, Buy America (BABA) Act.

Q4) Are there Minority Business Enterprise goals required to be met by our bid?

A4) There are no Minority Business Enterprise goals required to be met by our bid. Bidders must adhere to the requirements of the Contract Documents including Article 10. of the mailto:procurement@casselberry.org

PF-212 7/2026 2

FDEP Supplementary Conditions. Contractors must, in good faith, engage and utilize MBEs and WBEs.

Q5) Is it your intention for line items 21-24 to also include the cost of fittings? Can the fittings be made into their own separate pay items for each separate fitting instead of being lumped into the pipe items? (E.g. Two 8” 45 Bends, 1 6” 45 Bend, and so on each as their own line items?)

A5) Yes, the intention for the pipeline items is to include the cost of fittings as explicitly stated in the Measurement and Payment Specifications Section 01025 of Exhibit 1 Specifications.

The fittings will not be separated into individual pay items.

Q6) Will we be required to have a Public Information Officer?

A6) There is no explicit requirement to employ a designated Public Information Officer.

However, the Contractor is entirely responsible for public and utility notifications. This includes providing written notification (door hangers, fliers, etc.) to affected customers at least two (2) business days prior to construction, and a detailed notice 48 hours prior to any service interruption. Specifications Section 01001 Part 1.07.A reference this requirement.

Q7) Bid Form Line items 14 & 15 are for Storm Pipe removal and replacement, and the units are EA.

As it stands there is a good chance the quantities each contractor plans to install for the replacement will differ and these items will not be apples to apples. Can these line items be subdivided by size and the units be changed to LF to encourage apples to apples comparison on the pricing for these line items?

A7) See revised Bid Form and Section 01025, Measurement and Payment.

Q8) Can you please make a specific indication in writing what the city desires as far as the partial clearances you mentioned at the pre-bid? Provide some basic specifics on what you want, this will allow all the competing contractors the opportunity to bid based on the same “phasing” desires/intentions the city has and configure their bids roughly similarly.

A8) The City desires partial clearances for this project due to the scale of the Eastbrook neighborhood. At minimum the City would anticipate three (3) partial clearances. It is the Contractor’s responsibility to determine phasing of clearances that would ensure adequate service remains for the residents.

Q9) What level of tree trimming and/or removal is allowed by the city so we can have room to work?

A9) Refer to specification Section 01001 1.04. and see attached revised Specification Section

02230.

Q10) Will an asbestos abatement company be required by the city for us to access the existing asbestos concrete pipes to pump grout in?

A10) Per spec Section 02650 Part 1.03.A – “A licensed asbestos abatement Contractor or Subcontractor registered in the State of Florida shall perform all removal or retirement of asbestos pipe material.”. The specifications require the Contractor to apply for and obtain a Notice of Demolition or Asbestos Renovation permit from the FDEP prior to construction.

All removal, grouting, capping, and disposal of asbestos cement pipe must be completed

PF-212 7/2026 3

by a licensed asbestos abatement company and strictly comply with FDEP, OSHA, and local regulations.

Q11) Can you confirm that all restoration requirements will be per Seminole County standards and not

Orange County standards, as stated at the pre-bid? If not, please reiterate what specific areas, by station and sheet number, that we will need to confirm with Orange County restoration requirements.

A11) The project limits are within Seminole County, although Seagrape Drive at the southern border of the project is near Orange County. The project is designed to avoid Orange County; however, if restoration efforts extend into Orange County limits, Orange County standards must be utilized.

Q12) It appears that the only open cut restoration detail drawing in the plans is from Orange County. It requires 8” of High Early Strength Concrete to be used as the replacement road base. Another detail, from Seminole County, lists both High Early Strength Concrete or Lime Rock as a suitable base material. Can you confirm what base materials will be permitted for use?

A12) Detail T-8 on sheet D-4 of the Contract Documents should be followed for the project area within Seminole County. Seagrape Dr. is half Seminole County, half Orange County. If the Contractor determines it is necessary to cross into Orange County for restoration, the Orange County detail should be adhered to. Per Seminole County detail T-8, Limerock Base is to be used with Stabilized Subgrade and Soil Cement is to be used with Compacted Subgrade. For additional details regarding requirements for Stabilized Subgrade and Limerock Base, please refer to Specifications Sections 02710 and 02715.

Q13) Your road details state "Type SP-9.5 or SP-12.5" as the asphalt mix options but do not specify which mix to use. Which asphalt mix is desired?

A13) Asphalt Mix SP-12.5 is required.

Q14) The specifications require the Contractor to locate existing Sanitary sewer services 200 LF in advance of the WM installation. Does the city have any as-built drawings or CCTV video inspections of the sanitary sewers where the new WM is to be installed?

A14) The drawings include the sanitary sewer locations based on available as-built records from the City and survey within the project limits. Contractor will be provided with a .DWG file with the survey information. The Contractor is required to field verify existing utilities prior to construction per technical specifications and construction drawings.

Q15) Specifications also require that prior to starting pipe installation that all existing utilities be located.

Will the Contractor be required to locate the utilities via Hydro Excavation?

A15) Specification Section 01001 Part 1.14 requires the Contractor to conduct exploratory excavations and dig test pits in areas of potential conflict a minimum of 48 hours or 1,000 feet in advance of the work. Furthermore, the Contractor must comply with Florida Statute

553.851 regarding the protection of underground gas pipelines. The documents do not explicitly mandate the use of Hydro Excavation to achieve this, but you must use safe and acceptable methods to locate and protect all utilities without damaging them.

PF-212 7/2026 4

Q16) Specs also state that any excavation within three LF of any Gas utility that a representative from the gas company will be required to be present. Will the Contractor be required to Hydro Excavate the Gas utility locations?

A16) The Contractor must comply with Florida Statute 553.851 regarding the protection of underground gas pipelines. The documents do not explicitly mandate the use of Hydro Excavation to achieve this, but you must use safe and acceptable methods to locate and protect all utilities without damaging them.

Q17) At the pre-bid it was stated that all specs to go by would be Seminole county specs and not orange county. Please confirm this because there is an orange county pavement restoration detail in the back of the plans. Please confirm which detail to follow for pavement restoration. If the detail for Seminole county is to be used please state which streets / roads belong to which pavement groups on the table of pavements.

A17) Detail T-8 on sheet D-4 is for Seminole County and should be followed for the project.

Seagrape Dr. is half Seminole County, half Orange County. If the Contractor determines it is necessary to cross into Orange County for restoration purposes, the Orange County detail should be adhered to.

Q18) Are there any minority goals / requirements?

A18) See response to Question 4.

Q19) Will a full-time on-site superintendent be required?

A19) The Section 01001 General Work Requirements, Part 1.09.A states that the Contractor shall have a competent, English-speaking superintendent or representative on the site of the Project at all working hours. This individual must be fully authorized by the Contractor to direct the performance of the Work.

Q20) Will an engineer's field office be required?

A20) An engineer's field office is not required, but can be provided at the Contractor’s discretion.

Q21) What are the allowed work hours ?

A21) Per Section 01001 General Work Requirements, Part 1.06.B Normal work hours for the

Contractor are defined as the time period between 7:00 a.m. and 5:30 p.m., excluding City holidays. Additionally, water service outages for residential customer shutdowns are strictly limited to the hours of 8:00 a.m. to 6:00 p.m., Monday through Friday. No service interruptions are permitted between 6:00 p.m. and 8:00 a.m. or on weekends/holidays without Owner approval.

Q22) Please confirm that a licensed Asbestos abatement Contractor is required for grout filling the existing asbestos pipe.

A22) See response to Question 10.

PF-212 7/2026 5

Q23) Does this project have any certified payroll requirements?

A23) Yes, see response to Question 3.

Q24) Does this project have any BABA requirements?

A24) Yes, see response to Question 3.

Q25) Does this project have any AIS requirements?

A25) Yes, see response to Question 3.

Q26) What is the Engineer's estimate/budget?

A26) Engineer's Estimate is listed on Page 4 of the ITB Document - $9,360,900.00.

Q27) Are signed and sealed MOT plans required?

A27) Signed and sealed MOT plans are not required. The Contractor is responsible for providing at least one employee who holds an International Municipal Signal Associate (IMSA) Work Zone Traffic Control Safety Certification during traffic control installation and when work is occurring within the zones. See specification Section 01570 for additional requirements.

Q28) Will a laydown yard be required?

A28) The Contractor is responsible for securing a location(s) for the storage of all materials and equipment at no additional cost to the Owner. The Contractor must submit this storage location(s) to the Owner prior to Notice to Proceed.

Q29) Will the owner pay for the water used for Pigging, Flushing, Testing?

A29) No, the cost for the water for flushing, pigging, and testing should be considered in the associated bid item. The Contractor shall request a temporary construction meter from the City to track water usage.

Q30) What are the hours/days allowed for work?

A30) Per Section 01001 General Work Requirements, Part 1.06.B Normal work hours for the Contractor are defined as the time period between 7:00 a.m. and 5:30 p.m., excluding City holidays. Additionally, water service outages for residential customer shutdowns are strictly limited to the hours of 8:00 a.m. to 6:00 p.m., Monday through Friday. No service interruptions are permitted between 6:00 p.m. and 8:00 a.m. or on weekends/holidays without Owner approval.

Q31) Are there any MBE or DBE goals?

A31) See response to Question 4.

PF-212 7/2026 6

Q32) Is a field office required?

A32) An engineer's field office is not required but can be provided if the Contractor decides to do so. If included, the requirements should follow Exhibit 1 Specifications Section 01590.

Q33) Is Builders Risk Insurance required?

A33) Yes, per Article 12.02 Property Insurance of the General Construction Agreement, Builders Risk Insurance is required.

Q34) Will the owner reimburse the contractor for any required permits and/or fees such as , ROW permit, etc.?

A34) No separate payment for permit fees will be made. The cost of permit fees is included in Measurement and Payment Item 1 – Mobilization/Demobilization, Survey, Utility Locates, Bonds, and Insurance.

Q35) Please provide a copy of all the permits obtained by the owner for this project.

A35) The Owner has obtained Florida Department of Environmental Protection Permit No.

0080852-168-DS (dated September 16, 2025), which is in Appendix B of the Specifications Exhibit 1 Document. No additional permits have been obtained by Owner for this project.

All other permits are the responsibility of the Contractor.

Q36) Please provide all the permits, including fees, that the Contractor is responsible for.

A36) The contractor is responsible for obtaining and paying the fees for coverage under the NPDES Generic Permit for Stormwater Discharge (FDEP), Dewatering Permit (SJRMWD), Notice of Demolition or Asbestos Renovation (FDEP), Right-of-Way (ROW) Use Permits (Seminole County), and MOT Permit (Seminole County). An Orange County ROW permit may also be required if the Contractor determines an extension of project limits is necessary, however current design is aimed to prevent Orange County requirements.

Q37) Can we use hydroseed for restoration?

A37) No, all grassed area restoration shall be sod.

Q38) Please advise whether there are any known contaminated areas within the project site or vicinity?

A38) No, there are no known contaminated areas.

Q39) What is the anticipated NTP date?

A39) Anticipated NTP for early October 2026. Notice to Proceed can be negotiated however it cannot be sooner than Agreement Execution in Mid-September.

Q40) Is there an available water source?

A40) The Contractor must coordinate with the Owner to utilize temporary water service through Owner provided Hydrant Meter. The Contractor must pay all costs and expenses associated with its use.

PF-212 7/2026 7

Q41) Are signed and sealed HDD calcs required?

A41) HDD calculations are not required. However, per Section 02405, 3.02-E, bore profiles in state plane coordinates at no more than 20 LF increments are required for any drills performed.

Q42) Do we need to de-bead the HDPE at the fusion joints?

A42) See revised Section 15066, 3.01-B-8.

Q43) Is wireline guidance required for this project?

A43) See revised Section 02405, 3.02-E.

Q44) Is a mud engineer required for the drilling operations?

A44) Inclusion of a mud engineer is at the discretion of the awarded contractor.

Q45) Do all fusion joints need to be recorded with a Datalogger?

A45) It is not necessary to record fused joints with a datalogger.

Q46) May HDPE-to-DI/PVC connections be made using stainless steel internal stiffeners with mechanical joint wedge-type restraints in lieu of HDPE MJ adapters?

A46) No, the City's Utility Standards Manual Article 13 states that the use of stainless steel stiffeners and direct connection of HDPE pipe to DI fittings is not permitted.

Q47) Can we drill deeper than what it shown on the plans/profile? What is the max drill depth?

A47) The maximum depth is determined by the size of the drill and the clearance needed for existing or proposed utilities. However, as-built variance from the designed bore path cannot exceed plus or minus 1 foot vertically or 2 feet horizontally. Any proposed deviations from the design bore path must be submitted to the City for approval.

Q48) Can we extend the drills?

A48) Horizontal alignment must be as shown on the plans. Any extensions or deviations would require prior City approval after award of bid. After award of bid, the City is open to considering extending drills as long as it does not cause a change order increase of cost. Regarding any additional requested drills not currently in the bid, the max drill depth is 5 feet, with City exceptions due to conflicts.

Q49) Are we allowed to work Saturday and Sunday to prevent frackouts?

A49) Weekend work is generally not allowed. Normal work hours are Monday through Friday between 7:00am and 5:30pm. All overtime, any Owners Holidays or weekend work is considered overtime compensation and shall be paid for by the Contractor and requested in writing 48-hours in advance.

PF-212 7/2026 8

CHANGES, ADDITIONS AND/OR CLARIFICATIONS

CHANGES:

See revised Specifications Sections: 01025, 02230, 02405, and 15066

See revised Bid Form: Updated Lines 14 and 15. Added Lines 16 through 20.

ADDITIONS:

N/A

CLARIFICATIONS:

N/A

PF-212 7/2026 9

Respondents must acknowledge receipt of this Addendum by signing this form below and returning it to the Procurement Division prior to the hour and date specified for receipt of bids/proposals or by including this Addendum with your submittal. Failure to comply may result in disqualification of your response.

Acknowledgment is hereby made of Addendum No. 1

Name of Firm/Company Contact Email

Street Address City, State, Zip Code

Telephone Number Fax Number

Authorized Person Printed Name Authorized Person Title

Authorized Person Signature Date of Signature

City of Casselberry MEASUREMENT AND PAYMENT

Eastbrook Boulevard Water Main Replacement – Phase I

CPH Project No. C19117

01025 - 1

SECTION 01025

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.01 REQUIREMENTS INCLUDED

This Section specifies administrative and procedural requirements to define pay items and determine payable amounts, and includes but is not limited to:

1. General Provisions

2. Work Not Paid for Separately

3. Measurement for Payment

4. Partial Payment for Stored Materials and Equipment

1.02 GENERAL PROVISIONS

This specification includes standard descriptions for all bid items. This Contract’s specific bid items are listed in the Bid Schedule.

The total Contract Amount shall cover the Work required by the Contract Documents. All costs in connection with the successful completion of the Work, including furnishing all materials, equipment, supplies, and appurtenances; providing all construction, equipment, and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the unit and lump sum prices bid. All Work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of the Contractor and all costs in connection therewith shall be included in the prices bid.

If used, all estimated quantities stipulated in the Bid Schedule or other Contract Documents are approximate and are to be used only (a) for the purpose of comparing the bids submitted for the

Work, and (b) as a basis for determining an initial Contract Amount. The actual amounts of Work completed and materials furnished under unit price items may differ from the estimated quantities.

The City does not expressly or by implication represent that the actual quantities involved will correspond exactly to the quantities stated in the Bid Schedule; nor shall the Contractor plead misunderstanding or deception because of such estimate or quantities or of the character, location or other conditions pertaining to the Work. Payment to the Contractor will be made only for the actual quantities of work performed or material furnished in accordance with the Drawings and other Contract Documents, and it is understood that the quantities may be increased or decreased as provided in the General Conditions.

If used, the unit prices listed in the Bid Schedule shall include all services, obligations, responsibilities, labor, materials, devices, equipment, royalties and license fees, supervision, temporary facilities, construction equipment, bonds, insurance, taxes, clean up, traffic control, control surveys, field offices, close out, overhead and profit and all connections, appurtenances and any other incidental items of any kind or nature, as are necessary to complete the Work in accordance with the Contract Documents.

Except for mobilization/demobilization and project record documents, payment for Work will be based on the percent of completed work of each item in the Schedule of Values, including stored

CPH Project No. C19117

01025 - 2 materials, as determined by the City. Progress of work in each item of the Schedule of Values will be determined separately by the City. However, the City will issue a single payment certificate for progress on the Contract.

The Contractor agrees that it will make no claim for damages, anticipated profits, or otherwise because of any difference between the amounts of work actually performed and materials actually furnished and the estimated amounts therefore.

Where payment by scale weight is specified under certain items, the Contractor shall provide suitable weighing equipment which shall be kept in accurate adjustment at all times and certified. The weighing of all material shall be performed by the Contractor in the presence and under the supervision of the City.

All schedules included in the Contract Documents are given for convenience and are not guaranteed to be complete. The Contractor shall assume all responsibility for the making of estimates of the size, kind, and quantity of materials and equipment included in work to be done under this Contract.

Where pipe fittings are noted on the Drawings, such notation is for the Contractor's convenience and does not relieve the Contractor from laying and jointing different or additional items where required.

All contracts shall be subject to 10% minimum retainage as defined in the General Conditions and the

Agreement.

1.03 WORK NOT PAID FOR SEPARATELY

Delivery: Payment for equipment delivery, storage or freight shall be included in the pay items including their installation and no other separate payment will be made therefore.

Bonds: Payment for bonds required by the Contract shall be included in the pay items for the Work covered by the required bonds and no separate payment will be made.

Preparation of Site: Payment for preparation of site shall be included in pay items proposed for the various items of Work and no separate payment will be made therefore. Preparation of site includes setting up construction plant, offices, shops, storage areas, sanitary and other facilities required by the specifications or state law or regulations; providing access to the site; obtaining necessary permits and licenses; payments of fees; general protection, temporary heat and utilities including electrical power; providing shop and working drawings, certificates and schedules; providing required insurance; preconstruction photographs and videos; clearing and grubbing; removal of existing pavements, sidewalks and curbs; trench excavation, sheeting, shoring and bracing;

dewatering and disposal of surplus water; structural fill, backfill, compaction and grading; testing materials and apparatus; maintenance of drainage systems; appurtenant work; record drawing and close-out documentation; cleaning up; and all other work regardless of its nature which may not be specifically referred to in a Bid Item but is necessary for the complete construction of the project set forth by the Contract.

Permitting & Permit Fees.

1. Payment for Seminole County permits shall be based on 0.2% fixed percentage of the total base bid amount.

CPH Project No. C19117

01025 - 3

The City reserves the right to delete any item included in the Schedule of Values and decrease the

Contract Price by the scheduled amount for the item deleted.

1.04 MEASUREMENT FOR PAYMENT

Methods of Measurement - Generally:

1. Units of measurement shall be defined in general terms as follows:

a. Linear Feet (LF)

b. Square Feet (SF)

c. Square Yards (SY)

d. Cubic Yards (CY)

e. Each (EA)

f. Sacks (SK)

g. Lump Sum (LS)

2. Unit Price Contracts/Items:

a. Linear Feet (LF) shall be measured along the horizontal length of the centerline of the installed material, unless otherwise specified. Pipe shall be measured along the length of the completed pipeline, regardless of the type of joint required, without deduction for the length of valves or fittings. Pipe included within the limits of lump sum items will not be measured.

b. Square Feet (SF), Square Yards (SY), Cubic Yards (CY), Each (EA) and Sacks (SK) shall be measured as the amount of the unit of measure installed and compacted within the limits specified and shown in the Specifications and Drawings. Slope angles and elevations shall be measured using land-surveying equipment. Contractor shall provide supporting documentation

(i.e. drawings, delivery tickets, invoices, survey calculations, etc.) to verify actual installed quantities.

Lump Sum Contracts/Items - Generally:

3. Quantities provided in the Schedule of Values are for the purpose of estimating the completion status for progress payments. Payment will be made for each individual item on a percentage of completion basis as estimated by the Contractor and approved by the City.

4. Adjustments to costs provided in the accepted Schedule of Values may be made only by Change

Order.

5. The City reserves the right to delete any item included in the Schedule of Values and decrease the Contract Price by the scheduled amount for the item deleted.

1.05 MEASUREMENT AND PAYMENT ITEMS

Only those bid items included in the Bid Schedule are applicable for this Contract. The City has standardized the measurement and payment items. Currently, there are approximately 26 measurement and payment items describing approximately 40 bid items. The bid item numbering system comprises three sections that are divided into 10 subsections. The sections and subsections are listed below.

CPH Project No. C19117

01025 - 4

10. General Requirements

10.1 General Requirements

11. Site Work

11.1 Miscellaneous

11.2 Road Work

11.4 Abandon or Remove Pipe/Structure

12. Pressure Pipes

12.1 Pressure Pipe and Fittings and Restrained Joints

12.2 Valves

12.3 Tapping Sleeve and Valve Assembly

12.5 Piping Appurtenances

All of the subsections have bid item measurement and payment descriptions. Several bid items in the Project Bid Schedule may be described with the same bid item measurement and payment description in Table A, "Measurement and Payment Items". The bid items in the Project Bid

Schedule are related to the Section 01025 measurement and payment items as follows:

1. All of the bid items in the Project Bid Schedule have 8 numerical digits.

2. Table A, “Measurement and Payment Items” for each of the bid items there are five numerical digits followed by “.xxx”.

3. The first 5 numerical digits of the bid item in the Project Bid Schedule designate the measurement and payment item found in Table A, "Measurement and Payment Items."

Table A

BID

ITEM

MEASUREMENT AND PAYMENT ITEMS

10 GENERAL REQUIREMENTS

10.1 - General

1 Mobilization/Demobilization, Survey, Utility Locates, Bonds & Insurance

a. Measurement: Measurement for this item shall be based on satisfactory existing utilities locates in accordance with the City requirements and specifications. Various items for Mobilization and Demobilization shall not be made for payment and all items shall be included in the lump sum price.

b. Payment: Payment of 75 percent of the applicable lump sum price for the item shall be full compensation for the Work consisting of the preparatory Work and operations in mobilizing for beginning Work on the Contract, including, but not limited to, movement of those personnel, equipment, supplies and incidentals to the project site, furnishing all labor, materials, and equipment necessary to locate the existing utilities in accordance with the City requirements and specifications, preparation of submittals, and for the establishment of temporary offices and buildings, safety equipment and first aid supplies, project signs, field surveys, sanitary and other facilities required by these specifications, and State and local laws and regulations.

The costs of General Requirements (Section 01001), bonds, permits, and any required insurance, project signs, and any other preconstruction expense necessary for the start of the work, excluding the cost of construction materials, shall also be included. This

Work also consist of the general project management of the Work including, but not limited to, field supervision and office management, as well as other incidental cost

CPH Project No. C19117

01025 - 5 for management of the Work during the duration of the Contract. This Work also includes maintenance of the field offices for the duration of the Contract.

Payment of the remaining 25 percent of the applicable lump sum price for this item also consists of demobilization or the operations normally involved in ending Work on the project including, but not limited to, termination and removal of temporary utility service and field offices; demolition and removal of temporary structures and facilities; restoration of Contractor storage areas; disposal of trash and rubbish, and any other post-construction work necessary for the proper conclusion of the Work.

2 Pre and Post Construction Audio-Video Documentation

a. Measurement: Measurement shall be based on the satisfactory submittal of a comprehensive pre and post construction videos in accordance with the City requirements and specifications (Section 01315), within the area of City construction.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be split accordingly: 50% payment will be released upon submittal of the pre-construction video and 50% payment will be released upon submittal of the post-construction video. Payment will be full compensation for furnishing all labor, materials, and equipment necessary to create comprehensive pre and post construction video in accordance with the City requirements and specification.

3 Record Drawings and Closeout

a. Measurement: Measurement for this item shall be based on satisfactory progress of the Contractor to provide Project Record Documents in accordance with the City requirements and specifications (Section 01720). Various items for Project Record

Documents shall not be made for individual payment and all items shall be included in the lump sum price.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment necessary to create the Project Record Drawings, including the certified as-built survey, in accordance with the City requirements and specifications. Payment will be made at the lump sum price upon acceptance by the City of the finalized as-built drawings and tables.

4 Maintenance of Traffic

a. Measurement: Measurement shall be based on satisfactory Maintenance of Traffic

(MOT) in accordance with City, Seminole County, Orange County, and Florida

Department of Transportation (FDOT) standards.

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment necessary to maintain public roadway and pedestrian traffic including flag men, uniformed police officers, barricades, warning lights/flashers, and safety ropes. Also included is furnishing, installing and maintaining a Traffic Control Plan, control and safety devices, control of dust, temporary crossing structures over trenches, any necessary

CPH Project No. C19117

01025 - 6 detour facilities, and other special requirements for the safe and expeditious movements of traffic.

11 SITE WORK

11.1 – Miscellaneous

5 Erosion and Sedimentation Control

a. Measurement: Measurement shall be based on satisfactory Erosion and Sediment

Control in accordance with the City requirements and specifications (Section 01560).

b. Payment: Payment of the applicable Contract lump sum price as stated in the proposal will be full compensation for furnishing all labor, materials, and equipment to control and prevent sediment transportation from the Work area to adjacent properties, including installation, maintenance, and removal of temporary erosion and sediment controls.

11.2 - Road Work

6 Open Cut and Restore Asphalt Roadway

a. Measurement: Asphalt Roadway Repair shall be measured in actual square yards of existing asphalt paving and subgrade removal and replacement furnished and installed in accordance with City and County requirements and specifications. The width measured for payment of asphalt surface repair, as measured perpendicular to the centerline of the pipe, shall be limited to the width shown on the Drawings. The length shall be as measured along the centerline of the pipe.

b. Payment: Payment will be made at the contract unit price bid per square yard as stated in the proposal for Asphalt Roadway Replacement and shall include all labor, materials, and equipment necessary to provide a safe, smooth driving surface. The

Work shall include saw cutting; pavement removal and proper disposal of existing pavement, installing prime coat, tack coat, and asphalt, compaction, traffic signalization repair, and temporary striping and markings in accordance with the City and County requirements and specifications. Payment will be made once and shall include both temporary and permanent Asphalt Roadway Replacement.

7 Concrete Sidewalk Replacement

a. Measurement: Concrete Sidewalk Replacement shall be measured in actual square yards of concrete removed and replaced. Width of replaced sidewalk shall match that of existing sidewalk. Replaced portions of sidewalk in driveways shall conform to the lines and grades of removed portions of driveways. The sidewalk shall be installed as indicated in the plans and specifications.

b. Payment: Payment will be made at the contract unit price bid per square yard as stated in the proposal for Concrete Sidewalk Replacement and shall include all labor, materials, and equipment for saw-cutting, removal and proper disposal of existing concrete, compaction, form work, concrete replacement, restoration, and clean-up for a complete installation.

8 Concrete Curb and/or Curb and Gutter Replacement

a. Measurement: Concrete Curb and/or Curb and Gutter Replacement shall be measured in actual linear feet removed and replaced measured along the centerline of the curb within the excavation of the trench to a maximum width equal to the width of asphalt

CPH Project No. C19117

01025 - 7 pavement cut or as shown in the contract documents. All additional curb and gutter damaged shall be replaced by the Contractor at his own expense.

b Payment: Payment will be made at the contract unit price bid per linear feet as stated in the proposal for Concrete Curb and Gutter Replacement and shall include all labor, materials, and equipment for saw-cutting, removal and proper disposal of existing concrete curb and gutter, compaction, and concrete curb and gutter replacement for a complete installation.

9 Milling and Resurfacing

a. Measurement: Milling and Resurfacing shall be measured in actual square yards over which the milling and subsequent resurfacing is completed and accepted at the thickness as indicated in the Drawings.

b. Payment: Payment will be made at the contract unit price bid per square yard as stated in the proposal for Milling and Resurfacing and shall include all labor, materials, and equipment to mill surface; dispose of milled materials; and apply Type S-III asphalt surface overlay in accordance with City and County requirements and specifications.

The unit price bid shall also include traffic signalization repair, and permanent striping and markings.

10 Concrete Driveway Replacement (various thickness)

a. Measurement: Driveway Replacement shall be made per actual number of driveways to be removed and replaced. Replaced portions of driveways shall conform to the lines and grades of removed portions of driveways. Thickness of pavement shall be as indicated in the plans and specifications or match the existing.

b. Payment: Payment for Driveway Replacement shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for all labor, materials, and equipment necessary to provide a safe, smooth driving surface. Payment will be made once and shall include both temporary and permanent Driveway Replacement.

11 Brick Paver Replacement

a. Measurement: Brick Paver Replacement shall be measured per actual number of brick pavers driveways to be removed and replaced. Replaced portions of brick driveways shall conform to the lines and grades of removed portions of road or driveways.

b. Payment: Payment shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for all labor, materials, and equipment for saw-cutting, removal and proper storage of existing pavers, furnishing and installing new base materials and sand, compaction, paver replacement, restoration, and clean-up for a complete installation.

12 Construct Public Sidewalk ADA Ramp

a. Measurement: Measurement for Construct Public Sidewalk ADA Ramp shall be made per actual number of sidewalk ramps with detectable warning surface installed.

b. Payment: Payment for Construct Public Sidewalk ADA Ramp shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the

CPH Project No. C19117

01025 - 8 applicable Contract unit price shall be full compensation for furnishing all labor, materials, and equipment necessary for installing new concrete sidewalk ramps to current FDOT Index 304. This includes clearing, grubbing compaction, forming, concrete and detectable warning surface placement, finishing, restoration and clean up.

11.4 - Abandon or Remove Pipe/Structure

Remove Existing Pipe (various sizes)

1” Poly Line

a. Measurement: Remove Existing Pipe, regardless of size and material, shall be measured in actual linear feet satisfactorily excavated, removed, and salvaged in accordance with the City requirements and specifications (Section 02650). Pipe removal shall be measured along the centerline without deduction for valves and fittings. Also included in this item is the removal and salvage of items including air release valves and vaults.

b. Payment: Payment will be made at the contract unit price bid per linear feet as stated in the proposal for Remove Existing Pipe and shall include all labor, materials, and equipment to sheet, shore, and brace; dewater; excavate; completely drain and properly dispose of pipe contents; plug or cap; restoration, sod, clean-up; remove and salvage pipe of all services and sizes designated "to be removed" on the Drawings, backfill and compact. This includes all landscape restoration for pipe removal. This item also includes removal of associated existing cap(s) and tapping sleeve(s), and capping of the valve(s) after water main piping is removed.

14,15

14-20

Remove and Replace Existing Storm Pipe

a. Measurement: Storm Pipe Removal and Replacement shall be measured in the actual number of locations where the storm pipe is satisfactorily removed and replaced regardless of size in accordance with County requirements and specifications for the installation of the water main as measured on a per each basis. Storm Pipe Removal and Replacement shall be measured by the actual lineal feet of storm pipe satisfactorily removed and replaced in accordance with County requirements and specifications for the installation of the water main as measured on a per lineal foot basis.

b. Payment: Payment will be made at the contract lump sum bid line item price per each location lineal foot as stated for Storm Pipe Removal and Replacement and shall include all labor, materials, and equipment to remove and replace the respective storm pipe including temporary stormwater management, protection of existing utilities, dewatering, excavation, pipe replacement, connection to existing storm pipes utilizing collars wrapped in 6-feet of filter fabric, backfill, compaction, grading, restoration and clean-up. The work will also include a CCTV inspection before the existing storm pipe is removed and a CCTV inspection after the storm pipe is replaced. Contractor has the option to reuse the existing pipe, as approved and accepted by the County, or to furnish new pipe. No additional cost will be allowed for furnishing new pipe.

1621 Remove Existing Fire Hydrant Assembly

a. Measurement: Remove Existing Fire Hydrant Assembly shall be made per actual number of fire hydrant assemblies satisfactorily removed in accordance with the City

CPH Project No. C19117

01025 - 9 requirements and specifications (Section 02650). Also included in this item are the associated fire hydrant fittings, valves, and valve cans as applicable.

b. Payment: Payment for removal of the Fire Hydrant Assembly shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable

Contract unit price shall be full compensation to Remove Existing Fire Hydrant and shall include all labor, materials, and equipment to properly dispose of fire hydrant assembly and associated components; restoration and clean-up.

17-20

22-25

Grout Fill and Abandon Existing Pipe

2” AC Water Main

4” AC Water Main

6” AC Water Main

8” AC Water Main

a. Measurement: Grout Fill and Abandon Existing Pipe. The pipe shall be measured in actual linear feet satisfactorily to be grout filled and abandoned in-place, in accordance with the City requirements and specifications (Sections 03600 & 02650). Pipe abandonment shall be measured along the centerline without deduction for valves and fittings.

b. Payment: Payment will be made at the contract unit price bid per linear feet as stated in the proposal for Grout Fill and Abandon Existing Pipe, and shall include all labor, materials, and equipment to drain and properly dispose of pipe contents, fill with grout

(flowable fill), remove valve cans and fill excavations, restoration and cleanup, and plug each end of the pipe using a concrete plug in a manner acceptable to the City.

Grout shall meet FDOT Section 121.

12 PRESSURE PIPES

12.1 - Pressure Pipes with Fittings and Restrained Joints

21-24

26-29

Furnish and Install Water Main with Fittings and Restrained Joints (RJ) (various sizes)

Furnish & Install 2” Poly Line

Furnish & Install 4” PVC Water Main

Furnish & Install 6” PVC Water Main

Furnish & Install 8” PVC Water Main

a. Measurement: Water Main installation regardless of type and size shall be measured in actual linear feet satisfactorily furnished and laid, as measured along the length of the centerline of the completed pipeline, regardless of the type of joint required, without deduction for the length of valves and fittings. Pipe included within the limits of lump sum pay items will not be measured for payment under this item.

b. Payment: Payment will be made at the contract unit price bid per linear feet as stated in the proposal for Water Main with Fittings and Restrained Joints and shall include all labor, materials, and equipment to construct the respective pipeline including coordination with existing utilities, clearing, grubbing and trimming trees and limbs, protection of existing utilities including service connections, tree protection, excavation, sheeting, shoring and bracing, dewatering, groundwater treatment and disposal, backfill, compaction, and grading, all testing, potable water system protection, disinfection, restoration, clean-up and all sod. This item also includes all necessary fittings, reducers, bends, tees, wyes, plugs, restraining devices, metallic tracer wire, line locator, identification markers, and removal and replacement of

CPH Project No. C19117

01025 - 10 fences and gates, mailboxes, shrubs, irrigation sprinklers and other obstructions.

Also, this includes all landscape restoration associated with pipe installation.

12.2 – Valves

25-28

30-33

Furnish and Install Gate Valve with Box (various sizes)

Furnish & Install 2” Gate Valves

Furnish & Install 4” Gate Valves

Furnish & Install 6” Gate Valve

Furnish & Install 8” Gate Valve

a. Measurement: Measurement for Gate Valve with Box shall be made per actual number of gate valves with valve boxes satisfactorily furnished and installed complete with covers and concrete collars. Gate valves included within tapping sleeve and valve, air release valve assembly, and fire hydrant pay items will not be measured for payment under this item.

b. Payment: Payment for the Gate Valve with Box shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment to install the valve, valve box, valve box extensions, operating nut extensions, expose tracer wire, test station box and cap, valve wrenches, restraining devices, covers, concrete collars, valve can tag, painting of the valve cap, excavation, sheeting, shoring, bracing, dewatering, groundwater treatment and disposal, backfill, compaction, restoration, and all other items required for a complete, acceptable and operable installation.

12.3 Blow Off Assembly

2934 Furnish and Install 2” Blow Off Assembly

a. Measurement: Measurement for Blow-Off Valve Assembly shall be made per actual number of blow-off valve assemblies satisfactorily furnished and installed to provide a complete and functional unit.

b. Payment: Payment for the Blow-Off Valve Assembly shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable

Contract unit price shall be full compensation for furnishing all labor, materials and equipment to install the blow-off valve, cap, valve sleeve, pipe, fittings, meter box, excavation, dewatering, backfill, compaction, grading adjustment, restoration, and all other items required for a complete, acceptable and operable installation.

12.4 - Tapping Sleeve and Valve Assembly

Furnish and Install Tapping Sleeve and Valve Assembly (various sizes)

Furnish & Install 8” Tapping Sleeve and Tapping Valve

a. Measurement: Measurement for Tapping Sleeve and Valve Assembly shall be made per actual number of tapping sleeves and valves satisfactorily furnished and installed to provide a complete and functional unit.

b. Payment: Payment for the Tapping Sleeve and Valve Assembly shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable Contract unit price shall be full compensation for furnishing all labor, materials and equipment necessary to perform a wet tap to an existing main including excavation, sheeting, shoring, bracing, dewatering, groundwater treatment and

CPH Project No. C19117

01025 - 11 disposal, backfill, compaction, grading, tapping sleeve, tapping valve, valve box extensions, operating nut extensions, valve wrenches, restraining devices, exposing the tracer wire, painting of the valve cap, protection of potable water system, disinfection, restoration and all other items required for a complete, acceptable and operable installation.

12.5 - Piping Appurtenances

31, 32

36, 37

Furnish and Install Line Stop Assembly (various sizes)

Furnish & Install 6” Line Stop and Cap

Furnish & Install 8” Line Stop and Cap

a. Measurement: Measurement for Line Stopping Assembly shall be made per actual number of line stops satisfactorily furnished and installed to permanently or temporarily stop the flow within the indicated main at the locations shown on the

Drawings.

b. Payment: Payment for the Line Stopping Assembly shall be made based on the authorized quantity at the unit price indicated in the Bid. Payment of the applicable

Contract unit price shall be full compensation for furnishing all labor, materials and equipment necessary to perform a permanent or temporary line stop on an existing main including excavation, sheeting, shoring, bracing, dewatering, backfill, compaction, grading, tapping sleeve, plug, retraining devices, restraint of existing piping in accordance with the City standards, swabbing, restoration and clean-up and all other items required for a complete, acceptable and operable installation.

33-36

38-41

Water…